Author

Ruo-Xi Lin

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Open access Sep 2026

Progressive Deformation Mechanism and Stability Analysis of a High-Fill Expansive Soil Slope

Background: To elucidate the hydraulic response, progressive deformation, and wetting-induced swelling effects of high-fill expansive soil slopes throughout the rainfall–cessation process. Methods: A high-fill expansive soil slope in Jianshui, Yunnan Province, China, was selected as the study case. A three-dimensional...

Ruo-Xi Lin, F. A, Hai-Feng Jia et al. · Modelling · 0 citations

Open access Aug 2026

Instability Mechanism of a Soil–Rock Binary-Structure Slope Under Rainfall Conditions

Rainfall-induced instability of highway slopes with a soil–rock binary structure may be strongly influenced by the hydraulic barrier effect of low-permeability shale. This study investigated the right-side slope along the D-ramp section from DK0+230 to DK0+660 at Deze Interchange on the Zhanhui Expressway, China. A two...

Zhang Luo, F. A, Shi-Qiang He et al. · Engineer · 0 citations

Open access Jul 2026

Numerical Investigation of the Formation Mechanism and Mitigation of a Clayey Landslide Under Excavation–Rainfall Coupling

An excavation-induced clayey landslide in Jianshui County, Yunnan Province, China, threatens a national refined oil pipeline near the rear slope. Field investigation, borehole logging, laboratory testing, and three-dimensional finite-element analyses were integrated to investigate the excavation–rainstorm instability m...

Hai-Feng Jia, F. A, Ruo-Xi Lin et al. · Engineer · 0 citations